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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹50.0 LAccepted-AOC | L1 | Accepted-AOC Lowest Bidder | |
| 2 | L2₹52.1 L+₹2.1 L (4.26%)Rejected-AOC KALLIYOOR P O THIRUVANANTHAPURAM 42 KERALA KL | THIRUVANANTHAPURAM | KERALA | 695001 | L2 | Rejected-AOC L2 |
Tender Value
₹52.1 L
EMD Value
₹50,000
Closing Date
19 Apr 2025, 2:30 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Executive Engineer
Executive Engineer, Minor Irrigation Division, Jalavijnana Bhavan, Kowdiar P O Thiruvananthapuram-695003
Urgent construction of sidewall and Covering Slab in Kariyil Thodu near East side of Paravankunnu Bridge at Nilama in Ambalathara ward in Thiruvananthapuram Corporation
2025_Irrig_756696_1
38/EE-MI/2024-25
Open Tender
Civil Works - Water Works
Item Rate
180 days
Ambalathara ward
Please refer bid documents
7 documents required · 7 mandatory
₹2,760
₹50,000
27 May 2025
29 Mar 2025
22 Apr 2025
29 Mar 2025
19 Apr 2025
29 Mar 2025
Amount
Construction of Slab and Sidewall
15.2.1:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
15.9.2:Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In cement mortar
2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil
OD37960/2024-2025:Excavation for removal of accumulated or deposited silt ,clay,mud etc in or under water from the thodu by mechanical means or manual means for fulfilling the final objective of removing all obstructions and to ensure free flow of water in the thodu, (Soil test were conducted for desilted waste/sludge in government lab whether in test if report comes like soil can be used for any masonry or construction purpose then desilted soil will be auctioned and department quoted amount will be collected from contractor)
OD37981/2024-2025:conveyance /carriage charges for rubbish/silt/plastic collected from the site to the contractors own dumping area or average 7km to 13km without causing damages to environment or society.
60.7.8:DR with Departmental. Stone - DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course using departmental rubble including packing to compactness to lines and levels, labour charges etc. complete as per direction of Departmental officers at site
60.2.2:Bailing out water Using 5HP Pump- Bailing out water with 5HP engine and pump set including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete
60.7.2:DR PACKING Under foundation - Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site.
60.7.1:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site
4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size)
4.1.6:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size)
4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
4.1.5:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
4.3.2:Centering and shuttering including strutting, propping etc. and removal of form work for:Retaining walls, return walls, (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.
5.1.2:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size
4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)
5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more
OD20474/2024-2025:Putting up ring bund and bailing out water during the course of construction by engaging man coolies and removing the bund after the completion of the work as directed by the departmental officers at site.
60.6:PVC WEEP HOLES- Providing weep holes using 75mm dia. PVC pipes working pressure 4kg /sq.cm including cost of materials, conveyance, labour charges etc. complete.
50.2.26.1:Filling with contractor own earth (excluding rock) in open areas in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge.
OD37985/2024-2025:For carring out soil classsification testing (determining particle size distribution through sieve analysis) of collected sample through Government agency as per direction of Engineer in charge.
OD26612/2024-2025:Name board of size 1.0*0.75 cm installed in the appropriate place visible to the public made of brickwall with granite plaque should be inserted and engraving letters etc ,complete as per the departmental officers at site
ARUN KUMAR A (BID ID -2198270)
Bidder Name
KRISHNAN KUTTY S
ARUN KUMAR A
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1229078.pdf
boq_comp_chart.xlsx
xlsx
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